{"id":78935,"date":"2024-10-17T18:27:18","date_gmt":"2024-10-17T18:27:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784406748-2004\/"},"modified":"2024-10-24T19:38:35","modified_gmt":"2024-10-24T19:38:35","slug":"asce-9780784406748-2004","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784406748-2004\/","title":{"rendered":"ASCE 9780784406748 2004"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Chapter 1. Introduction Water Resources Engineering <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Planning of Water Resources Engineering Projects Documentation of Water Resources Engineering Studies <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Chapter 2. Hydrologic Analyses <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Estimation of Peak Flows Rational Method <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Regression Equations <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Statistical Analysis of Available Data <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Surface Runoff Hydrographs <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Unit Hydrograph <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Kinematic Wave Method Design Storm Duration and Depth <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Soil Losses <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Snowmelt and Snow Loads <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Baseflow Combining Hydrographs and Routing through Channels <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Probable Maximum Flood Hydrograph <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Risk Analysis and Estimation of Failure Probabilities <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Benefit-Cost Analysis <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Reservoir Operation Studies Generation of Streamflow Sequences <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Flow Duration Analysis <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Mass Curve (Rippl) Analysis <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Estimation of 7-day Average 10-yr Low Flow <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Hydrologic Models Models for Development and Routing of Storm Runoff Hydrographs <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | Continuous Flow Simulation Models <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | Other Useful Models <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Chapter 3. Hydraulic Analysis Classification of Flows <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Steady Uniform Flow in Open Channels <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | Design of Nonerodible Channels <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Design of Erodible Channels Maximum Permissible Velocity <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Nonsilting, Nonscouring Velocity <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | Design of Vegetated Channels <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | Flow Through Bends <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | Freeboard Water Surface Profiles <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | Critical Flow <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | Hydraulics of Weirs and Spillways Broad-Crested and Sharp-Crested Weirs <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Ogee Crest <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | Flow along Steep Slopes Hydraulic Jump <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | Unsteady Flow <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Overland Flow along Slopes <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | Soil Erosion on Slopes <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | Sediment Yield Analysis <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Wind Erosion <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | Sediment Transport Analysis <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Open-Channel Dispersion <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | Far-Field Dispersion <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | Estimation of Dispersion Coefficients <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Dissolved Oxygen Concentrations in Streams <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | Pipe Flow Laminar Flow in Pipes <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | Turbulent Flow in Pipes <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | Hydraulics of Diffusers <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Water Hammer <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | Hydraulic Models <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | Chapter 4. Groundwater Occurrence of Groundwater and Types of Porous Media <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | Properties of Porous Media Permeability and Hydraulic Conductivity <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | One-Dimensional Steady-State Groundwater Flow Darcian Flow <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | Non-Darcian Flow <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | Steady-State Radial Flow Flow to a Single Well <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | Groundwater Mound <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Capture Zone <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | Partially Penetrating Well <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | Radius of Influence <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | Well Interference <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Induced Recharge <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | Recharge by Precipitation <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Seawater Intrusion <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | Effect of Barometric Pressure Fluctuations <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | Subsidence <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | Safe Yield, Specific Capacity, and Efficiency <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | Transient (Unsteady) Groundwater Flow Unsteady One-Dimensional Flow <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | Bank Storage <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | Flow toward Drains and Drain Spacing <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | Response of Groundwater Levels to River Stage Fluctuations <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | Unsteady Radial Flow to a Well Fully Penetrating a Confined Aquifer <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Unsteady Radial Flow to a Well Fully Penetrating an Unconfined Aquifer <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | Estimation of Aquifer Parameters <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | Slug Tests <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | Contaminant Transport in Saturated Zone <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | Flow and Contaminant Transport through Fractured Rock <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Contaminant Transport through Unsaturated (Vadose) and Saturated Soil Zones <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Gas Phase Transport <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | Monitoring Well Installation <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | Groundwater Flow and Transport Models <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | Chapter 5. Hydraulic Designs Introduction Channel Transitions <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | Flood Control <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | Erosion Protection <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | Dams and Reservoirs <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | Stilling Basins and Energy Dissipation Devices <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | Hydroelectric Power <\/td>\n<\/tr>\n | ||||||
302<\/td>\n | Chapter 6. Economic Analysis Estimates of Costs and Benefits of Water Resources Engineering Projects <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | Benefit-Cost Analysis <\/td>\n<\/tr>\n | ||||||
305<\/td>\n | Evaluation of Water Resources Engineering Project Alternatives <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | Chapter 7. Environmental Issues and Monitoring Introduction <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | Environmental Impact Statement Definition and Format of an EIS <\/td>\n<\/tr>\n | ||||||
315<\/td>\n | Content of an EIS <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | Environmental Impacts of Water Resources Engineering Projects Environmental Impacts of Dams <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | Environmental Impacts of Other Water Resources Engineering Projects <\/td>\n<\/tr>\n | ||||||
319<\/td>\n | Evaluation and Analysis of Impacts <\/td>\n<\/tr>\n | ||||||
321<\/td>\n | Environmental Monitoring Introduction <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | Components of Environmental Monitoring <\/td>\n<\/tr>\n | ||||||
325<\/td>\n | Evaluation of Environmental Significance of Projects Significance for Fish Habitat Sustainability and Enhancement <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | Significance for Recreational Activities <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | Remedial Investigation and Feasibility Studies (RI\/FS) Definition and Scope <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | Regulatory Perspective <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | Relevant Hydrologic Processes and Simulations <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | Remediation Technologies <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
354<\/td>\n | Index A B C <\/td>\n<\/tr>\n | ||||||
355<\/td>\n | D E F <\/td>\n<\/tr>\n | ||||||
356<\/td>\n | G <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | H I K <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | L M N O P <\/td>\n<\/tr>\n | ||||||
359<\/td>\n | Q R S <\/td>\n<\/tr>\n | ||||||
360<\/td>\n | T <\/td>\n<\/tr>\n | ||||||
361<\/td>\n | U V W Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Water Resources Engineering<\/b><\/p>\n |